I am working on a residential building, with more than 20,000 SF of conditioned non residential spaces, so I am using System #7 for non residential spaces.

Can you tell me if I am looking at this correctly if I choose to treat the entire concrete assembly as one entity and do not separate out the SCMs?

What is the basis for the divisor chosen in the calculation for each of these particular modes of transportation?

Hi folks, We've been receiveing Material Safety Data Sheets informing VOC levels, recicled content percentage and distances for MRc5 with expiration date and this seems to be common practice by ma

Dear All, I have a question in modelling the lighting power density for high-rise residential development.

We've found the project owner's preferred furniture for this fit-out. Many of the pieces are made of mixed materials that have metal and other non-wood parts for legs, arm rests, etc.

Hi, I know this has been discused before, but I still can´t make it. The thing is that I have a C&S building to model. I have assumed 35 W/m2 of other loads on all tennant spaces, which the sim

The given definition of "pre-consumer" recycled content per LEED is "material diverted from the waste stream during a manufacturing process.

If we provide tandem parking within our building (tandem spaces will be used for valet parking), should we leave these out of the total spaces? I mean, lets say I have 50 regular spaces and 50 tan

I have an HDF that is which have the following emissions level of TVOC (class valid for the French VOC labeling rule) : Class A Does that make it comply for this credit ?